Influence of Dry Beach on the Dynamic Stability of Ash Storage Field: A Numerical Analysis

Table 3

Model parameters for static computation.

Material	Dry density (g/cm^3)	Compressive modulus (MPa)	Strength indexes		Permeability coefficient (cm/s)
			c (kPa)	(°)
Ash storage field	0.88	3.42	6	25	2.63 × 10^−4	102	0.65	0.8	0.25
Subdam	1.08	23	18	28	0.45 × 10^−4	160	0.81	0.92	0.33